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Microstructure and mechanical behavior of asphalt mixture based on freeze-thaw cycle

机译:基于冻融循环的沥青混合料的组织和力学行为

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Purpose - In order to unravel the evolution of microstructure characteristics and the change of mechanical properties of bituminous mixture in the freezing and thawing environment in cold region, this study starts from macroscopic experiments and analyzes the changes in mechanical properties of asphalt mixtures before and after freezing and thawing in detail. On this basis, the displacement of key particles in the structure of asphalt mixture under the action of external forces (before and after freezing and thawing) is simulated through the combination macroscopic and microscopic methods. Design/methodology/approach-The climate in China exhibits high complexity and diversity, divided into five zones based on the temperature difference from south to north. Considering that the significant effect of geography and natural climate on the design, construction and maintenance of asphalt pavement, the criterion for the road construction at different areas should be highly different. Findings-The results show that the mechanical properties of asphalt mixture greatly decrease due to the influence of freeze-thaw, and the displacement of key particles in the structure of asphalt mixture (several representative particle sizes were selected through experiments) is obviously observed because of the action of external force. By analyzing the variation of several key particle sizes after freezing-thawing cycle, the gradation standard of asphalt mixture aggregate suitable for cold area was obtained. The research results have certain theoretical and practical value for the design and application of asphalt mixture in cold area. Originality/value-The results show that the mechanical properties of asphalt mixture greatly decrease due to the influence of freeze-thaw, and the displacement of key particles in the structure of asphalt mixture (several representative particle sizes were selected through experiments) is obviously observed because of the action of external force. By analyzing the variation of several key particle sizes after freezing-thawing cycle, the gradation standard of asphalt mixture aggregate suitable for cold area was obtained. The research results have certain theoretical and practical value for the design and application of asphalt mixture in cold area.
机译:目的 - 为了解开微观结构特征的演变和烟区烧结混合物在寒冷地区的冷冻和解冻环境中的变化,本研究从宏观实验开始,分析冷冻前后沥青混合物的机械性能变化并详细解冻。在此基础上,通过组合宏观和微观方法模拟外力(冷冻和解冻前后和解冻之前和解冻之前和解冻之前和解冻的沥青混合物结构中的关键粒子的位移。设计/方法/方法 - 中国的气候表现出高度复杂和多样性,基于南北南北的温差分为五个区域。考虑到地理和自然气候对沥青路面设计,建设和维护的显着影响,不同地区的道路建设标准应高度不同。结果表明,由于冻融的影响,沥青混合料的力学性能大大降低,并且由于沥青混合物结构中的关键颗粒的位移(通过实验选择了几种代表性粒度),因此外力的作用。通过分析冻融循环后几个关键粒径的变化,得到了适合于冷区域的沥青混合料聚集体的渐变标准。研究结果对寒冷地区的沥青混合物的设计和应用具有一定的理论和实用价值。原创性/值 - 结果表明,由于冻融的影响,沥青混合料的力学性能大大降低,并且明显观察到沥青混合料结构中的关键颗粒的位移(通过实验选择几种代表性粒子尺寸)因为外力的作用。通过分析冻融循环后几个关键粒径的变化,得到了适合于冷区域的沥青混合料聚集体的渐变标准。研究结果对寒冷地区的沥青混合物的设计和应用具有一定的理论和实用价值。

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